Investigation on Dynamic Stability of Cement-Stabilized Expansive Soil Subgrades Subjected to Repeated Heavy-Haul Train Loads

<div><i>λ</i>∼<i>ε</i><sub>d</sub> curves (1 Hz). (a) Virgin expansive soil. (b) Expansive soil stabilized with 3% cement content. (c) Expansive soil stabilized with 5% cement content.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Investigation on Dynamic Stability of Cement-Stabilized Expansive Soil Subgrades Subjected to Repeated Heavy-Haul Train Loads 